WQ0028707_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 18, 2005
Mr. Anthony Ansaldo, Director of Architecture
Charlotte Mecklenburg Schools
3301 Stafford Drive
Charlotte, North Carolina 28208
Subject: Permit No. W00028707
Charlotte Mecklenburg Schools
Bailey Road Middle School
CMU Project # 600-04-573
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Ansaldo:
In accordance with your application received on April 8, 2005, we are forwarding herewith
Permit No. WQ0028707, dated April 18, 2005, to Charlotte Mecklenburg Schools for the construction
and operation .of the subject wastewater collection system extension. This permit shall be effective from
the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a. North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycledll0% Post Consumer Paper
NorthCarolina
,Naturally

Mr. Anthony Ansa!do
Page 2
April 16, 2005
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Charlotte Mecklenburg Schools for the construction and operation of approximately 1,514
linear feet of 8-inch gravity sewer to serve 1,200 students as part of the Bailey Road Middle School
project, and the discharge of 18,000 gallons per day of collected domestic wastewater into the
Charlotte Mecklenburg Utilities' existing sewerage system, pursuant to the application received April 8,
2005, and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Water and Sewer
Authority of Cabarrus County (WSACC) Rocky River WWTP (NPDES No. NC0036269) prior to being
discharged into the receiving stream.
This permit shall become voidable unless the agreement between Charlotte Mecklenburg
Schools, Charlotte Mecklenburg Utilities and WSACC for the collection and final treatment of
wastewater is in full force and effect.
if any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Sonja Basinger at
[phone].
Sincerely,
/ ('?
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mecklenburg Water Quality Program
Mooresville Regional Office, Surface Water Protection (WWTF Permit No. NC0036269)
Bryan Metzler, Turnbull Sigmon Design
Surface Water Protection Central Files
Marie Doklovic, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated, at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these
permitted facilities,. the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certificationis one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 18th day of April, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0028707
3

Fast Track Engineering Certification
Permit No. WQ0028707
April 18, 2005
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for anv changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
1, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (D periodically, D weekly, ❑ full time) the construction of the Bailey' Road Middle
School, Mecklenburg County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
ATTN: DEE BROWDER
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

F-TRACK.APPLICATIO'N for GRAVITY SEWERS, PUIW P STATIONS, AND IF RCEMAINS PAGE 3
z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
1 a. Charlotte/Mecklenburg Board of Education
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. Tony Ansaldo, CMS Director of Architecture
Application Num
(to be completed by DWQ) 7
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
le, The legal entity who will own this system
❑ individual 0 Federal x Municipality State/County ❑ Private Partnership ® Corporatio
l d, 3301 Stafford Drive
Street Address
1f. NC
State
1h, 980-343-6894
Telephone
2, Project (Facility) information:
2a. Bailey Road Middle School
1i.
980-343-6047
le, Charlotte
City
l g. 28208
Zip Code
1j. taansaldo@
Facsimile E-mail
Brief Project Name (permit will refer to this n
3. Contact Person'
3a. Bryan Metzler, PE - Turnbull Sigmon Design
e
❑ Other (speci
s.k12.no us
2b. Mecklenburg
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
b. 704-529-6500
Phone Number
3c. bmetzlerVturnbullsi
E-mail
1, Project is El New ❑ Modification (of an existing permit) If Modification, Permit No,:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2 Owner is Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
on corn
a. If private, applicant will be:
❑ Retaining Ownership (i.e, store, church, single office, etc.)
• Leasing units (lots, townhomes, etc, - skip to Item 8(3))
0 Selling units (lots, townhomes, etc. go to Item 8(2b))
Owner of Wastewater Treatment Facility (WWTF) Treatin
4a, Rocky River
Name of WWTF
a. Charlotte -Mecklenburg Utilities 5b. -inch
Owner Owner of Downstream Sewer Receiving Sewer
check all that apply);
The origin o
estewater is
2b. If sold, facilities owned by a (must choose one)
Public Utility (Instruction III)
0 Homeowner Assoc./Developer (Instruction IV)
stewater From This Project
4b NC0036269
WWTF Permit No,
ize } Permit Number of Down
El Residential Subdivision 0 Car Wash
Apartments/Condominiums 0 institution
❑ Mobile Home Park ❑ Hospital
School 0 Church
0 Restaurant 0 Nursing Home
❑ Office 0 Other (specify):
7. Volume of wastewater to be permitted in this project: 18,000 gallons per day
earn Sewer (if known)
100 % Domestic/Commercial
% Industrial
% Other (specify);.
If the permitted flow is zero, indicate why.
O Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
FTA. 02/03 - Rev. 1 06,r03

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, .AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item 8(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application, Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
1,200 students x 15 gpd/student (per GMU guidelines) 616
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8' 1514
Gravity or Force Main
(use the pull down menu)
Gravity
•
2:
0
ENTER TOTAL LINE LENGTH IN MILES 0 2 Bie,
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
Ce (self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
0 plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
z
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H 0200 as applicable?
Yes 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes El No N/A
Sedimentation and Erosion Control Plan? Yes No El N/A
Stormwater? Yes 0 No El N/A
FIA 02/03 - Rev 1 06/03

T-TRACK APPLICATION for GRAVITY SE "W RS, PUMP STATIONS, AND FORCE l "IAINS
PAGE 5
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
EJ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
© A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
A
Name of
Waterbody
South Prong West
Branch Rocky River
Waterbody Stream Waterbody
County River Basin Index Classification
Mecklenburg Yadkin 13-17-3-1 C
ubmit the 8,5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, Tony Ansaldo„ attest that this application for Barley Road Middle School has been reviewed by me and is accurate and
complete to the best of my knowledge. 1 understand that if all required parts of this application are not completed and
that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note_ In accordance with North Carolina General Statutes 143-215.6A and 143-215,6a,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor which rrl4 (clude a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
Signing Official Signature
Professional Engineer's Certification_
I attest that this application for Bailey Road Middle School has been reviewed by me and is accurate,complete and
consistent with the information in the engineering plans, calculations, and all other supporting documentation to the best o/
my knowledge, I further attest that to the best of my knowledge the proposed design has been prepared in accordance
with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
and the Minimum Design Criteria for the Fast -Track Permitting of Purnp Stations and Force Mains adopted June 1, 2000 s.
and the watershed classification in accordance with Division guidance. Although certain portions of this submittal packager
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that l
have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC `.
General Statutes 143-215, 6A and 143-215.66, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $1 g, 00© as
well as civil penalties up to $25,000 per violation.
2a, Ilan Metzler, PE
Professional Engineer Name
2b. Turnbull Sigmon Design
Engineering Firm
2e. 1901 Morehead Square Drive, Suite 530
Address
2d. Charlotte
City
2g, 704-529-6500
Telephone
2e. NC
2f. 28203
State Zip
2h. 704-22-0882 2i, bmetzleurribullsigmon.c©m
Facsimile E-mai
Date
FTA 02103 - Rev, 1 06/03

h l att z OK: NC.SC : 4" ?. 3 2.41.420F#.

Permit Number WQ0028707
Central Files: APS SWP
04/14/05
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.basinger
Permitted Flow
18000
Facility
Fast Track
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Bailey Road Middle School
Location Address
Owner
Major/Minor
Minor
Region •
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Charlotte Mecklenburg Schools
Dates/Events
Owner Type
Government - County
Owner Affiliation
Anthony Ansaldo
3301 Stafford Dr
Charlotte
NC 28208
Scheduled
Orig Issue App Received Draft Initiated Issuance
04/08/05
Regulated Activities
Public Notice Issue
School
Wastewater collection
Outfall NULL
a Vielos—
Effective
Requested/Received Events
Expiration
Additional information requested
Additional information received
Waterbody Name Stream index Number '
Current Class Subbasin

October 6, 2004
Mr. Sean T. Calloway, PE
Turnbull Sigmon Design
1001 Morehead Square Drive
Suite 530
Charlotte, NC 28203
Subject:
•
CHARLOTTE-MECKLENBURG
UTILITIES
Water and Sewer Flow Acceptance / Mecklenburg County
Proposed Bailey Road Middle School
C-MU tracking## 600-04-573
Dear Mr. Calloway:
In response to your request, a flow acceptance study of the subject site has been completed and it has been
determined that the discharge from this project does not transmit through areas of SSO concern by the NCDENR,
Division of Water Quality.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities (C-MU) agrees to
accept the gravity sewage flow of 18,000 gallons per day (1,200 students x 15 gpd/student) from this project for
transmission to the Rocky River Wastewater Treatment Plant; NPDES permit number NC0036269, located in
Cabarrus County, for treatment. This acceptance of flow is based on the existing capacity of the designated publicly
owned treatments works; which is contingent upon final acceptance and issuance of a discharge permit from the
appropriate local, State, or Federal Agency, whichever might have control.
Upon completion and acceptance of all necessary water mains, Charlotte -Mecklenburg Utilities agrees to furnish
water to the subject project. The water quality to the subject project is regulated by the State Drinking Water Act
Amendments of 1986 and The Water Supply Management Plan, dated January 2000, (WSMP # 00-00251 & PWS
ID # 0160010) on file with the Public Water Supply Section of NCDENR. However, C-MU cannot guarantee a
constant pressure or quality of flow. This agreement is also contingent upon approval by the Division of
Environment, Health, and Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions preclude water or sewer service to the
subject site. However, the applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be guaranteed nor
reserved. Connection to the C-MU system is accepted on a first come, first served basis.
Thank you for your interest Charlotte-Mecldenburg Utilities. If you have any questions, please do not hesitate to
contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
gal
Steven K. Miller
New Services Supervisor
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutiiities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
September 29, 2004
Mr. Steven K. Miller
New Services Supervisor
Charlotte -Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, NC 28216
Subject: Flow Acceptance — Sanitary Sewer Service
Bailey Road Middle School
Huntersville, NC
CMUD Tracking Number 600-04-573
Office: 232 Davidson Hwy.
Concord, NC 28027
Mail to: P.O. Box 428
Concord, NC 28026-0428
Phone: [phone]
Fax: [phone]
Dear Mr. Miller:
This is in response to the City's request for flow acceptance received 8/27/04.
The Water and Sewer Authority of Cabarrus County (WSACC) has or currently expects
to be able to make available capacity at the Rocky River Wastewater Treatment Plant and
appropriate sewer interceptors to transport and treat the domestic wastewater from the
proposed Bailey Road Middle School. WSACC agrees to accept 18,000 gpd of
wastewater.
For your information, WSACC has approved 1,077,956 gpd of flow acceptance
for Charlotte -Mecklenburg Utilities from 1992 to present and 127,290 gpd of flow
acceptance year-to-date including this request.
Please note that if construction of this project is not started within one year of the
date of this approval, the approval is rescinded and a second request and approval will be
required. Please notify WSACC in writing when construction of this project is initiated.
If you have any questions, please call me at [phone].
Sincerely,
ttAck
ohn C. Murdo , III
Executive Director
cc: WSACC Engineering/Operations Staff

BULL • SIGMON DESIGN
TO:
NCDENR
Mooresville Regional Office
WQ Supervisor
919 N. Main Street
Mooresville, NC 28115
TEL: [phone]
DATE: April 7, 2005
REFERENCE: 03112 — Bailey Road
Middle School
TRANSMITTED VIA:
❑ COURIER
❑ MAIL
® OVERNIGHT
❑ BY HAND
ACTION:
® FOR APPROVAL
D FOR YOUR USE
❑ AS REQUESTED
❑ FOR REVIEW AND COMMENT
❑ APPROVED AS SUBMITTED
❑ APPROVED AS NOTED
D RETURNED FOR CORRECTIONS
cc:
Carr Mumford, RLA — TSD
Brian Sigmon, RLA - TSD
WE ARE SENDING:
El ATTACHED D UNDER SEPARATE COVER
ITEM
DATE
DESCRIPTION
1 orig
-
Fast Track Application
1
-
Fast Track Application
1 orig
4/7/05
Application Fee, Check No. 4109 for $400
1 orig
-
Operational Agreement
2
-
Operational Agreement
2
-
Flow Acceptance Letter
2-
-
Site Map
COMMENTS:
Attached is our Fast Track Application for Bailey Road Middle School,
located in Mecklenburg County. Please call if you have any questions or
need any additional information.
Thank you,
Land lows Morehead Square Drive Phone:[phone]
Development Suite 530 Far: 704-522-0882
Design Services Charlotte, NC 28203 turnbullugmon.com
INC DEPT. OF ENVIRONMEM`
AND RESOURCES
t1,00REF .' -n s_ \I �AIi. OFFICE•
APR 0 8 2005
TRANSMITTAL

ff WA-r
ro
eptember 6, 2006
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Turnbull Sigmon Design
1001 Morehead Square Drive.
Suite 530
Charlotte, North Carolina 28203
SUBJECT: Bailey Road Middle School
Permit No. WQ0028707
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a•final engineering certification for the subject project on September 5, 2006.
A full review of the certification materials may or may not be conducted. It is assumed that receipt
of this certification indicates compliance with all regulations, design criteria and the permit. Please
be reminded that the Permittee is responsible for keeping a copy of the final record drawings for
the life of the project. If you have not received a copy, please contact your consultant
immediately to obtain a copy.
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
dee.browder@ncmailnet.
Sincerely,
D. Rex Gleason, P.E.
C Surface Water Protection Regional Supervisor
Enclosure
r c: -Surface Water Protection Section Central Files (certification page only)
Please forward copy to Permittee
One
N orth Carolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unit Internet httpJlh2o.enr.nc.state.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycledll0% post -consumer paper

Track Enqineerinq Certification
Permit No, WQ0028707
April 18, 2005
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial
I, 13gYAN C. Mraiet, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe 4::] periodically, E] weekly, full time) the construction of the Bailey Road Middle
School, Mecklenburg County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
ATTN: DEE BROWDER
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

LL • SIGMON DESIGN
TO:
Attn: Dee Browder
Mooresville Regional Office
Surface Water Protection
610 East Center Avenue, Suite 301
Mooresville, NC 28115
ic\t‘/
TEL:
DATE:
1 September, 2006
REFERENCE: Bailey Road Middle School
TSD 03-112
TRANSMITTED VIA:
❑ COURIER
® MAIL
❑ OVERNIGHT
❑ BY HAND
ACTION:
® FOR APPROVAL
❑ FOR YOUR USE
❑ AS REQUESTED
❑ FOR REVIEW AND COMMENT
❑ APPROVED AS SUBMITTED
❑ APPROVED AS NOTED
❑ RETURNED FOR CORRECTIONS
CC:
Land
Development
Design Services
WE ARE SENDING:
❑ ATTACHED 0 UNDER SEPARATE COVER
ITEM
DATE
DESCRIPTION
1
9-1-06
Sanitary Sewer Certification
1
8-31-06
As -Built of Sewer System
1
Calculation sheet, as -built to plan
AND NATURAL RESf1iJ$t,ry
COMMENTS:
Dee,
For your records.
Jeff Page
;SVIU-F REGIONAL OFFICE
SEP 0 5 2006
t T R QUALITY SECTJOP
Quality Assurance,.and Construction Administration Manager
Turnbull Sigmon Design
1001 Morehead Square Drive
Suite 530
Charlotte, North Carolina 28203
Office: 704-529-6500
Fax: [phone]
10o1 Morehead Square Drive Phone: /0#-529-6500
Suite 530 Fax: 7O4-522-0882
Charlotte, NC 28203 turnbullrigmon.com
TRANSMITTAL

Bailey Road On Site Sewer As -Built comparison to design.
MW IN OUT Delta Distance S
4
6
10
803.14
791.58
790.56
789. 39
786.91
as
785,75
778,63
776.82
796.93
787.33
792.78
791.48
790.26
789.19
786,74
785,55
778.53
776.71
79'2.23
787,03
110
0.92
0.87
6
2.28
0.99
6.92
4.05
4.9
8.4
230.97
170,06
B'8
163,6
220.13
61.61
65.75
102.24
134.83
•
A
0.52%
0.54%
0.53%
1,04%
0.64%
2.22%
2.78%
A�W
6.16%
4.79%
6.23%
an o*
0.60%
0.60%
IXk
1.00%
4i
0.60%
240%
1.43%
6.53%
4,85%
6.37%